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[tower]

alternative to shear (diagonal) stiffeners.
TYPE A - END PLATE SQUARE TO BEAM

TYPE B - END PLATE NOT SQUARE TO BEAM

TYPE C - MATCHING MITRED END PLATES

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Bolted Splice
From the dialog box for the bolted splice you can check or design many variations on the basic connection type. Inner flange plates may be specified. The web splice may have one or two columns of bolts. When the gap between the members is zero it is assumed that the ends are prepared for full contact and compressive actions are carried in bearing on the contact surfaces.

FLANGE SPLICES BOLTED BOTH SIDES

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Bracing Connection
You can check or design many types of simple bracing cleat. Bracing member types permitted are:

1. Single angle - connected on long leg
2. Single angle - connected on short leg
3. Double angles - connected on long legs
4. Double angles - connected on short legs
5. Tie rod welded to plate
6. Flattened HSS
7. Slotted HSS
8. HSS welded to tee end
9. I section - connected on web
10. I section - single attached plate
11. I section - double cover plates
12. Slotted HSS - double cover plates

1. Single angle - connected on long leg

2. Single angle - connected on short leg

3. Double angles - connected on long legs

4. Double angles - connected on short legs

5. Tie rod welded to plate

6. Flattened HSS

7. Slotted HSS

8. HSS welded to tee end

9. I section - connected on web

10. I section - single attached plate

11. I section - double cover plates